Chapter
Jun 25, 2013
Innovative Aqueduct Joint Rehabilitation: Joint Rehabilitation Performance
Authors: Michael Fleury [email protected], Darren Hess [email protected], Mark Anderson [email protected], and Adam McKnight [email protected]Author Affiliations
Publication: Pipelines 2013: Pipelines and Trenchless Construction and Renewals—A Global Perspective
Abstract
Starting in early 2010, Carollo Engineers Inc. was retained by the Weber Basin Water Conservancy District staff to assess the condition of the Weber and Davis Aqueducts. The two aqueducts consist of 26 miles of 21- to 84-inch pipelines constructed in the early 1950's. As part of the investigation, the team utilized various technologies and manned entry to observed five percent of the joints in the Davis and Weber Aqueducts. Upon completion of the detailed investigations, it was determined that 23 percent of the joints observed needed repair or rehabilitation. If 23 percent of the joints in the entire aqueduct need to be rehabilitated, then approximately 1,900 joints are in need of repair. This paper covers the joint condition assessment and resulting innovative approach developed to demonstrate a cost-effective joint rehabilitation design. This innovative approach was subsequently installed on 229 joints on the 60-inch reinforced concrete pressure pipe (RCPP) Davis Aqueduct.
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© 2013 American Society of Civil Engineers.
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Published online: Jun 25, 2013
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Associate, Vice President, Carollo Engineers Inc., 376 East Warm Springs Road, Suite 250, Las Vegas, Nevada 89119. E-mail: [email protected]
Engineering Manager and Assistant General Manager, Weber Basin Water Conservancy District, 2837 East Highway 193, Layton, Utah 84040. E-mail: [email protected]
Engineering Manager and Assistant General Manager, Weber Basin Water Conservancy District, 2837 East highway 193, Layton, Utah 84040. E-mail: [email protected]
Project Manager, Pure Technologies, 10725 Sandhill Road, Suite 107, Dallas, Texas 75728. E-mail: [email protected]
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